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- W2390310991 abstract "The first part deals with the buckling resistance of leg members in tower structures.Emphasis is put on the effect of twisting on single angle members which buckle about their rectangular axis or in a spatial way.Suggested values of effective length factor are presented based on an investigation of available data.The second part is focused on the single angle V-bracings,especially those connected to secondary bracings.As the interaction between the main bracing and the secondary one is mutual,the latter requires translation restraint provided at its end by the former.Formula for an additional factor of effective length has been derived for this end.Lastly,shortcomings of relevant current technical standards,domestic and foreign,are discussed." @default.
- W2390310991 created "2016-06-24" @default.
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- W2390310991 date "2010-01-01" @default.
- W2390310991 modified "2023-09-23" @default.
- W2390310991 title "Buckling resistance of compression members in tower structures" @default.
- W2390310991 hasPublicationYear "2010" @default.
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